HLZ 1100C

Production class: hot rolled (EN 10365)

Section geometry

HLZ shape
Height (h):
1083mm
Width (b):
459mm
Web thickness (tw):
21mm
Flange thickness (tf):
35mm
Radius (r):
35mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.092E10
Z-axis:
5.652E8
Elastic section modulus (Wel):mm³
Y-axis:
2.014E7
Z-axis:
2.463E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.275E7
Z-axis:
3.817E6
Radius of gyration (i):mm
Y-axis:
447
Z-axis:
101
Plastic shear area (Av):mm²
Y-axis:
32130
Z-axis:
25510

Weight per meter:
430kg/m
Area (A):
54830mm²
Surface area per meter:
3.901m²/m
Torsion constant (It):
1.826E7mm⁴
Warping constant (Iw):
1.550E14mm⁶

Profile overview for HLZ 1100C

The HLZ 1100C is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with EN 10365 dimensional standards, ensuring predictability in detailing and fabrication.Access to its exact geometric and statical properties is essential for 3D modeling and structural verification.

Geometry: This open profile features a total depth (h) of 1083.4 mm and a flange width (b) of 459 mm, supported by a 21 mm thick web and 35 mm thick flanges. With a cross-sectional area of 54830 mm² and a linear mass of 430 kg/m, the HLZ 1100C offers a distinct stiffness-to-weight ratio for both column (axial) and beam applications.

Section properties: For design of bending, the major and minor axis properties dictate the member's structural capacity. The strong-axis moment of inertia (Iy) of 10915100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 22750000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 565200000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HLZ 1100C provides a y-axis shear area (at strong bending axis) of 32130 mm² for web shear verification and a torsion constant of 18260000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 155000000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.